HIGHLIGHTS
- who: Qibin Lin et al. from the School of Resources and Safety Engineering, Central South University, Changsha, Hunan, China have published the paper: An Experimental Study on Cracking Behavior of Precracked Sandstone Specimens under Seepage Pressure, in the Journal: Advances in Civil Engineering of 11/03/2018
- what: (1) Combined with axial stress-strain curves, photographic monitoring results and the output of AE counts and rock failure process can be generally divided into four stages: microcrack closure, elastic deformation, crack growth and propagation, and final failure.
- how: The stress-strain curve and AE . . .
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